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An Innovative Approach to Evaluate the Behaviour of Vertically Loaded Pile Groups Based on Elastic TheoryM. Cao, L.Z. Chen and S.L. Chen |
Technical Paper |
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A MORE FUNDAMENTAL APPROACH TO PREDICT PORE PRESSURE FOR SOFT CLAY |
Technical Paper |
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GEOTECHNICAL CHARACTERIZATION OF SOFT CLAY ALONG A HIGHWAY IN THE RED RIVER DELTA |
Technical Paper |
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Undrained Shear Strength of Ariake Clay By Electronic Cone Penetration Testing |
Technical Paper |
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A Recreational valuation of public preference on park usersf willingness to pay |
Technical Paper |
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PREDICTION OF HYDRAULIC CONDUCTIVITY OF CLAY LINERS USING ARTIFICIAL NEURAL NETWORK |
Technical Note |
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